HomeMy WebLinkAboutCONSTRUCTION PLAN-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION
-BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED OR
ENGINEERED GRADE
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
REINFORCING STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED
6-BAR DIAMETERS: AND
-REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL
CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY.
-COVER:
-3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE
GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER, AND 1}" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER.
GALVANIZATION:
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
-6"
J"x5}" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END -WALL POST
2" MIN. BASE RAIL
GRAD
1=11 MI I .. a ... 4 ... IN
I �—I 11=1 I I ���1,
2,500 PSI 4" CONCRETE
SLAB WITH 10GA. W.W.F.
OR FIBER MESH
- (2) #5 REBAR-®-6"---O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND
CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,
INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS
ARE THE RESPONSIBILITY OF OTHERS.
2. THIS STRUCTURE IS DESIGNED AS A NON -HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY
ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS
LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE
STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2.
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15.
5.PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE
RESPONSIBILITY OF THE OWNER.
6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF -DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF -DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED
WELDER.
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
C61
MAR 15 2020
ST. Lucie County, Permitting
2"x12" REINFORCED F00 a6R' ``K`� y;ED FOR
av^.^ L`ti! RAB
UANC
9 N
2 5" PLAN VIEW DOOR FRAMING
" RECESS
I `}„ I
DOOR WIDTH
ELEVATION VIEW
DOOR FRAMING
— RECESS-
T
.75"J 4„ OOR WIDT
ROLL —UP DOOR
_OPTIONAL
CONCRETE SPLASH —GUARD RECESS
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR
- FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
FRAME------------ERAME---------------------------- ER+M1~---------------------------F-M-WE--------------------------- F_MMF--
------ FR-AME-----
BIC=
Z
FILE COPRQ
UT
(CODE VERSION IFBC 2020 7th EditionJl
ecrr_-I_ta
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II-B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-160mph
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/- 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 10PSF
ROOF LIVE LOAD 0PSF OR 3001b P.L.
FLOOR DEAD LOAD tOPSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 2508.6 SQ. FT.
1 186.51 1 2/1/21 1 MTB
2 IET REDO,VENT F/O,9x8 F/O,WTD 1 2/18/21 1 MTB 11
0 I
MTB
1/29/21
Pinetree Drive, Fort Pierce
1J 86.5E X 29'W X 12'H 11
0
0
Tn
T U
w
2/19/21
z
Matthew T. Baldwin P.E.
Florida License #64608
�
Sheet- CA-1 OF
4
FRAME
OUT
FRAME
our
FRONT END WALL
FRAME
our
END
II�I�Iiifi�iil�I�I�Tii•I�I�I'a�l�l�l�l�i�l�l�l�i�i
I�I�Ifiifi�iil�l�l
Il�l�l�l�l�l�l�l�li•I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I
II�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I
II�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Imo•
_
��
_ _
��__
��
_ _
:Ellllllllllllll
_SDI
Hill
LEFT SIDE WALL
RIGHT SIDE WALL
CODE VERSION IFBC 2020 7th Edition4l
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
'
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
IND
SQUARE FOOTAGE
12508.5 SQ. Fr.
1 186.51 1 2/1/21 MTB
2 JET REDO,VENT F/O,9x8 F/O,WTD 2/18/21 MTB
MTB
1/29/21
5209 Pinetree Drive, Fort Pierce
86.51E X 29'W X 12'H
W
0
Q
LL
4
C)
Z
W
2/19/21
Ld
MattheW T. BaldWin P.E.
LL1
Florida License #64608
Cn
Sheet: CA-2 OF 4
FRAME
our
SO4ND
DOOR
FRAME
our
FRAME
our
FRAME
our
FRONT END WALL
FRAME
OUT
RIGHT SIDE WALL
FRAME
our
LEFT -SIDE WALL
FRAME
OUT
FRAME
our
END WALL
FRAME
our
FRAME
olrr
CAMMAWMSM
CODE INFORMATION
CODE VERSION
FBC 2020 7th Edition
ASCE-7-16
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-160mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
FLOOR LIVE LOAD
1OPSF
5OPSF
WRATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SOUARE FOOTAGE
12508.6 SQ. FT.
1 2 jEr REDO,VENT F/O,9x8 F/O,WiD 1 2/18/21 1 MTB
MTB
1/29/21
Pinetree Drive, Fort Pierce
86.5'L X 29'W X 12'H
(n
W
Z
W
2/19/21
W
Matthew T. Baldwin P.E.
Florida License #64608
W
Cn I Sheet: CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF —DRILLING
SCREWS
NIPPLE TO I NIPPLE
BASE RAIL BASE F
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA.
ANGLE CUP
SECURED WITH (4)
#12-14xj"
SELF —DRILLING
SCREWS
NON-STRUCTURAL
HEADER OR WINDOW
SAIL TO POST DETAIL
INTERIi
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14)4" SELF —DRILLING
SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x4"
SELF —DRILLING SCREWS
END POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14x4" SELF —DRILLING
SCREWS
MAX. SPACIN
r-3" MIN.
D. MAX. SPACING
-VARIES
SIDE WALL ROLL -UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
# 12-14x4"
SELF —DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY 1 Z
EXTERIOR--- -- -
#14x1"
SELF —DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
DOOR FRAME TO POST
CONNECTION ROLL -UP DOOR TO
POST CONNECTION
TO
Ir
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR
WINDOW RAIL DETAIL
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)#12-14xj"
SELF —DRILLING
SCREWS
POST TO TRUSS
CONNECTION
PPLE TO
" CH 16 GA.
UANNEL BRACE, MIN.
24" UP TO 7' POST, MIN
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14xj"
SELF —DRILLING SCREWS.
- M NIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF —DRILLING
SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
Design Pressures - 150 mph Basic Wind Speed
Zone
Roof
Wall
1
2n
2r
2e
3r
3e
4
5
9.6
9.7
9.6
9.6
14.3
14.3
14.3
17.2
-11.1
1 -35.2
1 -28.1
1 -11.1
1 -61.5
1 -51.7
-16.0
1 -21.7
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14x4"
SELF —DRILLING SCREWS
'2-1-2-1' (6" O.C. (9" O.C. MAX.))
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-141" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
PLE
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)I EWS 14x4" SELF—DRILLINGCAMMANYMenv
SINGLE OR DOUBLETS
HEADER CONNECTION DETAIL
OPTION 2
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
CODE VERSION
FBC 2020 7th Edition
ASCE-7-16
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
INONE
FIRE SUPPRESSION SYSTEM
INONE
OCCUPANCY
JUTIUTY, U
WIND SPEED
Vult-150moh
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
12508.5 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
86.5'L
2/1/21
1 MTB
2
JET REDO,VENT F/O,9x8 F/O,WTD
2/18/21
1 MTB
MTB
1/29/21
5209 Pinetree Drive, Fort Pierce
86.5'L X 29-W X 12'H
V) 2/19/21
Q MattheW T. BaldWin P.E.
< Florida License #64608
w Lu
o Sheet. CA-4 OF 4